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HomeMy WebLinkAbout3DOOR TYPES FRAME TYPE 8" 1 1 8 no I 2" W Lu Lu o / o � PANIC '' � PANIC U-1 = (n N Lu Lu O aLu � N M � I N ra F1 NARROW LITE HALF GLASS NOTE& 1. THE BOTTOM OF GLASS LITES FOR ALL DOORS, EXCEPT FULL GLASS DOORS(I.E. FG, N2), MUST BE AT A MINIMUM OF 43' ABOVE FINISHED FLOOR TO ALLOW FOR EXIT DEVICE MOUNTING. THIS LOCATION WILL ELIMINATE GLASS AND EXIT DEVICE INTERFERENCE. IT WILL ALSO ELIMINATE THE USE OF EXIT DEVICE SHIM KITS TO RAISE THE DEVICE OVER THE GLASS BEAD. 2. THE TOP DOOR RAIL DIMENSIONS, AS SHOWN ON THE DOOR TYPES, ARE REQUIRED FOR MOUNTING CLOSERS WITHOUT THE USE OF A DROP PLATE. THESE DIMENSIONS WILL ALSO PREVENT THE CLOSERS FROM BEING SEEN THROUGH THE GLASS ON THE OUTSIDE. 3. THE BOTTOM DOOR RAIL HEIGHT DIMENSION SHALL BE 10" TO CONFORM WITH VARIOUS STATE ADA BARRIER -FREE CODES. 4. THE STANDARD MOUNTING HEIGHT FOR EXIT DEVICES IS 40" TO CENTERLINE ABOVE FINISHED FLOOR. Tj CMU EL 104'-8' --6- CMU SILL BLOCK WITH EASED EDGES 4 DOWELS 0 24' O.C., 3' IMBEDMENT, EPDXY TO 6" CMU EXISTING SLAB GROUT SOLID REFER TO FLOOR PLAN FOR EXTENTS -EXISTING FINISH FLOOR EXISTING FINISH FLOOR EL 100'-0UNO 1 DETAIL 3/4' = 1'-0' 1'-0' WALL MOUNTED, ALUMINUM HANDRAIL (PAINTED) - REFER TO DETAIL 5-A1.1 It Q T 2'-0' 6 I FINISH 3 TREADS AT 11' = 2'-9" r- 4 -MAX. 2' O.D. ALUMINUM RAILING (TOP AND BOTTOM). CORE DRILL 2" O.D. ALUMINUM VERTICALS AND PROVIDE NON -SHRINK GROUT (TYP) 1" DIA. ALUMINUM PICKETS 0 4 3/4" OC (MAX). "SWEDGE' INTO TOP AND BOTTOM RAIL 3 SECTION - STAIR 3/4' = 1'-0' 112 1 1/2' O.D. ALUMINUM HANDReu (Typ) 2' O.D. ALUMINUM RAILING W/BRACKETS ANCHORED 0 VERTICALS TYPICAL EACH SIDE CORE DRILL CONCRETE SLAB, GROUT FULL 14 024" O.C. (16'x16' SEALANT o M FINISH FLOOR AND BASE CONCRETE SLAB M FlNISH FLOORelb�FlNISHT� 5. GLASS LITE SIZE, AREA, AND LOCK -TO -LTTE CUT-OUTS, AS SHOWN ON DOOR TYPES, CONFORM WITH CONCRETE STAIRS I 4Z EL 100 -0 FI- 100-0 - Q 4 - a - MANUFACTURER'S LIFETIME WARRANTY AND FIRE RATED REQUIREMENTS. o I oco 6. FIRE RATING IN MINUTES - fl BASE - REFER Loft 20 - 20 MINUTES GLASS ALLOWED IN DOOR -1296 SQ. INCHES TO ROOM FINISHD a 45 - C LABEL 3/4 HOUR GLASS ALLOWED IN DOOR -1296 SQ. INCHES SCHEDULE Lo 60 - B LABEL 1 HOUR GLASS ALLOWED IN DOOR -100 SQ. INCHES o 90 - B LABEL 1-1/2 HOUR GLASS ALLOWED IN DOOR -100 SQ. INCHES EXISTING FlNISH FLOOR 180 - A LABEL 3 HOUR GLASS ALLOWED IN DOOR -NONE EL 98'-0 1/2' 2 SECTION - STAIR 3/4' = 1'-0' CMU - REFER TO 5/8' GWB EACH H.M. FRAME P FLOOR PLAN AND SIDE OF STEEL (� WALL TYPES FOR STUD FRAMING. W/ SEALANT EACH SIDE CMU -REFER TO FLOOR SIZE REFER TO FLOOR 5/$' GWB EACH SIDE PLAN AND WALL TYPES PLANS FOR WAIL OF STEEL STUD FRAMING. FOR SIZE v, TYPE REFER TO FLOOR PLANS CMU/ LINTEL FOR WALL TYPE RIA.M. H.M. FRAME(PAINT) W/ -_-_---_ -__ FRAME (PAINT)H.M. FRAME (PAI6' EACFAH SDE - - - - - - - - - - - - VARIES�GROUTSEALANTSOLIEACH SIDE W/ SEALANT EACH GROUT SOLID H2 J2 H1 A WALL WALL CONSTRUCTION WALL TYPE GENERAL NOTES TYPES ABOVE CEILING 1. W1A - WALL TYPE AS SHOWN: "1' REFERS TO WALL CONSTRUCTION BELOW CEILING "A' REFERS TO WALL CONSTRUCTION ABOVE CEILING. 2. REFER TO CODE PLANS FOR RATED AND NON -RATED WALLS EXTENDING TO DECK. ~� HOLD TOP Of CMU 2" FROM BOTTOM OF DECK/STRUCTURE. 3. REFER TO ROOM FINISH SCHEDULE SCHEDULE FOR WALL FINISHES 6" CMU CUT CMU, WHERE APPLICABLE, 4. REFER TO STRUCTURAL DRAWINGS FOR HORIZONTAL TO ACCOMMODATE 2' DIMENSION. AND VERTICAL REINFORCING 0 MASONRY WALLS PACK 2" VOID W/ MINERAL 5. PROVIDE DEEP LEG TRACK 0 ALL STEEL STUDS WOOL (0 NON -RATED) AND THAT EXTEND TO DECK/STRUCTURE FIRESTOPPING (0 RATED) / UCTURE ABOVE (UNO) W CMU BOND BEAM 6• PACK VOIDS 0 NON -RATED WALLS W/ MINERAL WOOL _n 1 STC RATING 43 LAST FULL COURSE PACK VOIDS 0 RATED WALLS W/ FIRESTOPPING 7. PROVIDE SOUND INSULATION 0 NON -RATED WALLS THAT REQUIRE SOUND CMU ATTENUATION. REFER TO CODE PLANS FOR WALL RATING. 8. PROVIDE ACOUSTICAL INSULATION 0 RATED WALLS THAT REQUIRE SOUND ATTENUATION. REFER TO CODE PLANS FOR WALL RATING. 8" CMU W#A CMU TO STRUCTURE ABOVE EXTEND (1) LAYER GWB (ONE SIDE) TO DECK STEEL STUD BRACING /STRUCTURE ABOVE (4'-0' OC MAX) W2 STC RATING 48 SEE WALL CONSTRUCTION 5/8" GWB (EACH SIDE) BELOW CEILING FOR WALL\__FINISH CEILING - SEE ON 3 5/8" STEEL STUDS CONSTRUCTION REFLECTED CEILING PLAN AT 16' OC WITH SOUND ATTENUATION FULL HEIGHT W3 GWB (ONE SIDE) TO 4' MINIMUM ABOVE CEILING. STUDS AND ONE L STC RATING 45-49 W#B TO DECK/STRUCTURE ABOVE GWB EXTEND 4 1/2* MAX E PROVIDE RADIUS AND CAP ENDS AT WALL RETURNS 1 1/4" INSIDE DIAMETER BRUSHED ALUMINUM HANDRAIL HANDRAIL BRACKET 3/4' TOGGLE BOLT AT CMU AND STUD WALL AND 3/4' EXPANSION BOLT AT CONCRETE WALL FACE OF WALL HANDRAIL TERMINATION HALF SCALE 8' PROPOSED DOOR FRAME 8' LOST FORMS BACKFILL --i (TOP AND BOTTOM). CORE DRILL 2" O.D. ALUMINUM VERTICALS AND PROVIDE NON -SHRINK GROUT (TYP) 1" DIA. ALUMINUM PICKETS 0 4 3/4' OC (MAX). "SWEDGE' INTO TOP AND BOTTOM RAIL BENT PLATE PAINT SLAB EDGE AND CMU CUT TOP COURSE TO ACCOMMODATE CONCRETE SLAB 8' CMU (GROUT SOLID) _ EXISTING FINISH FLOOR EL 98'-0 1 2 4 SECTION - LANDING 3/4' = 1'-0' CMU LINTEL 6 NEW DOOR DEMOLITION 7 NEW DOOR DETAIL SCALE: 1/2' = 1'-0' SCALE: 1/2' = 1'-0" --_-T- -T- I CONTRACTOR WITH A LIST OF ITEMS IN AREAS ROOM LEGEND O G THEY DO NOT INTEND TO MOVE DURING 3 I ROOM JLL.N. - NO. ROOM NAME AREA jCLNG HT A POINT 2' MINIMUM BELOW THE EXISTING W �B6 - FLOOR SLAB UNLESS SETTING ON A SLAB OR t 407 CLASSROOM 983 SF 9'-4" 407A TIME OUT 55 SF - C 500 CORRIDOR 2050 SF - VERFICATION NOTE co p GENERAL REVIEW OF DEMOLITION NOTES ANDZ W CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GENERAL DEMOLITION NOTES AS THEY APPLY TO 505 FOCUS AREA 227 SF 9'-4" THEIR SCOPE OF WORK. < t m 506 CLASSROOM 852 SF 9'-4" C p OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. 4 FINIS FLOOR 98 -0 1 2 506A SENSORY RM 35 SF - 3 _ 7 507 ALCOVE 62 SF 606 ^ _ 507A 606 TIME OUT FITNESS 32 SF 35R ¢F - 0'-d" z z t FIRST FLOOR PLAN FIRST FLOOR DEMOLITION PLAN 1/80 = 1'-0' FINISH FLOOR 98'-0 1/2 - ROOM 2 --.-4--- --- - tic. 0 T ARCHITECTURAL PLAN GENERAL NOTES N A. ALL CMU WALLS THAT DO NOT LAY OUT IN � FULL OR HALF LENGTHS SHOULD BE BALANCED 0 SO AS NOT TO HAVE ANY PIECES LESS THAN 4' IN SIZE EXPOSED TO VIEW. v B. WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS NOTED OTHERWISE C. THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS 100'-0 J D. FOR TYPICAL COMMON JOINT DETAILS AND O CONSTRUCTION MOVEMENT JOINT DETAILS REFER TO DETAILS ON SHEET A1.1. E. ALL DIMENSIONS ON FLOOR PLANS ARE TO O FINISH FACE OF CMU, CONCRETE, BRICK OR FINISH FACE OF GWB AT METAL STUD WALLS, co c J UNLESS NOTED OTHERWISE. T0 F. HINGE SIDE DOOR JAMB AT WALLS WILL 0 TYPICALLY BE LOCATED 8' MINIMUM FROM 0 O Q ADJACENT WALL UNLESS NOTED OTHERWISE. G. ALL EXPOSED CONCRETE MASONRY UNITS (CMU) co = Z CORNERS ARE TO BE BULLNOSE, EXCEPT AT WINDOW JAMBS, BULKHEADS, WINDOW AND co co Q DOOR HEADS. H. SEE REFLECTED CEILING PLANS FOR BULKHEAD W Q Z c Q LOCATIONS AND DETAIL REFERENCES. V0 I. REFER TO ROOM FINISH SCHEDULE AND EQUIPMENT PLANS FOR LOCATION AND EXTENT Q Q OF FINISH FLOOR MATERIALS. co J. INTERIOR MASONRY WALLS ARE TO BE STACK BOND UNLESS NOTED OTHERWISE 0 > ARCHITECTURAL PLAN NOTES 01 I�zW"�I m J K (ALL NOTES MAY NOT BE INDICATED ON THIS SHEET) J Q w Q Vp INDICATES WALL TYPE REFER TO DRAWING AX.X FOR WALL THICKNESS, HEIGHT AND w V COMPOSITION. I W cc 1. CONCRETE MASONRY UNIT (CMU) - STACKED 0 - BOND BOND AT ENTIRE WALL OR INFILL AREA WHERE c ABUTTING EXISTING CMU. REFER TO A1.1 FOR U WALL TYPES. FOR NEW DOOR REFER TO DETAIL 7-A1.1. 2. 6' CONCRETE MASONRY UNIT WALL (CMU), 4'-8 A.F.F. WITH EASED EDGE CAP, REFER TO DETAIL 1-A1.1. 3. PROVIDE NEW PROTECTIVE CAGE FOR EXISTING FIRE ALARM PULL BOX. REFER TO PRODUCT LIST ON A1.2. 4. NEW FLOORING AND BASE, REFER TO ROOM FINISH SCHEDULE ON SHEET A1.2. 5. LOOSE FURNITURE (BY OWNER), TYP. 6. NEW DETENTION PADDING ON WALLS AND DOORS TO EXTEND TO UNDERSIDE OF CEILING. 7. PAINT/VWC TO BE REPAIRED/REPLACED WHERE DEMOLITION HAS TAKEN PLACE (MATCH EXISTING). 8. FLOORING TO BE REPAIRED/REPLACED WHERE DEMOL mON HAS TAKEN PLACE (MATCH EXISTING). GENERAL DEMOLITION NOTES 1/8' = 1'-0' A DASHED LINES INDICATE EXISTING ITEMS TO BE REMOVED UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE EXTENT OF DEMOLITION WORK PRIOR TO BIDDING AND FOR COORDINATING THE EXTENT OF DEMOLITION WITH THE INSTALLATION OF NEW SYSTEMS AND FINISHES INDICATED IN THE B EACHCCONTRACTOR SHALL BE RESPONSIBLE FOR KEY PLAN ALL DEMOLITION APPLICABLE TO THEIR SCOPE OF WORK AND AS REQUIRED FOR INSTALLATION OF NEW WORK WHETHER OR NOT IT IS SPECIFICALLY DEMOLRION DOTES L I C. INDICATED OR NOTED IN THESE DOCUMENTS. L I REMOVE ALL ITEMS AND FINISHES MADE OBSOLETE BY NEW CONSTRUCTION; VERIFY ITEMS (ALL NOTES MAY NOT BE INDICATED ON THIS SHEET) DEEMED OBSOLETE WITH ARCHITECT PRIOR TO REMOVAL REFER TO NEW CONSTRUCTION 0 *** ALL DEMOLITION AND NEW WORK TO BE IN DRAWINGS FOR DEMOLITION REQUIRED NOT V ACCORDANCE WITH GENERAL DEMOLITION NOTES. SHOWN ON DEMOLITION PLANS. D. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ' *** ANY EXISTING FINISH/SURFACE DAMAGED DURING OFF SITE REMOVAL OF ALL DEMOLITION ' CONSTRUCTION MUST B REPLACED/REPAIRED MATERIALS AND/OR ITEMS UNLESS NOTED TO MATCH EXISTING. OTHERWISE OR DIRECTED BY THE OWNER. S E. PRIOR TO STARTING DEMOLITION, CONSTRUCT 1. CUT BACK/REMOVE EXISTING MASONRY WALL AS DUST CONTROL BARRIERS AS REQUIRED TO REQUIRED FOR NEW DOOR. PROVIDE NEW LINTEL PREVENT THE SPREAD OF DUST INTO • AND REPLACE AREA AS REQUIRED TO MATCH SURROUNDING AREAS (WHERE APPLICABLE). EXISTING, ALIGN FACE OF NEW MATERIAL WITH R RELOCATED ITEMS SHALL BE CLEANED AND EXISTING. TOOTH IN ALL MASONRY (REFER TO PLACED IN STORAGE, PER OWNER'S DIRECTION, DETAIL 6-A1.1). UNTIL ITEMS ARE READY TO BE REINSTALLED. IF 2. TERMINATE WIRING/CABLING AT THE JUNCTION ITEMS ARE DAMAGED DURING DEMOLITION OR BOX, COIL DATA ABOVE CEILING. IF WALL STILL RELOCATION, THEY SHALL BE REPAIRED OR REMAINS IN NEW CONSTRUCTION REPLACE WITH REPLACED WITH NEW ITEM AS APPROVED. BLANK COVER PLATE. PATCH AND REPAIR G. DEMOLITION SHALL BE PERFORMED WITHOUT EXISTING SURFACE TO ACCEPT NEW FINISHES. DAMAGE TO EXISTING CONSTRUCTION TO REMAIN. 3. REMOVE EXISTING DOOR, FRAME AND HARDWARE. WHERE SUCH DAMAGE OCCURS PATCH, REPAIR SEE SHEET A1.1 FOR NEW WORK PATCHING. OR RESTORE WALLS, FLOOR, CEILING, ETC. 11.0 NEATLY TO MATCH EXISTING. 4. REMOVE EXISTING DISPLAY CASE, LIGHT FIXTURE, SHELVING, GLASS DOORS AND FRAME IN ITS H. PROVIDE SHORING, BRACING, OR SUPPORT AS7 ENTIRETY AS REQUIRED FOR NEW SETTLEMENT TO PREVENT MOVEMENT OR 0%. CONSTRUCTION. OF EXISTING STRUCTURES. � 0 5. REMOVE MASONRY WALL AS REQUIRED FOR NEW 1. EACH CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION. REFER TO SHEET A1.1 FOR CUTTING, PATCHING, AND DISCONNECTION OF • ITEMS APPLICABLE TO THEIR SCOPE OF WORK. COORDINATION OF NEW WORK. 00 fi. REMOVE EXISTING CASEWORK INCLUDING WHERE EXISTING SERVICES ARE ABANDONED CAP SHELVING, BASE AND WALL CABINETS AS AT LEAST 1' BEHIND NEW FINISHES AND/OR INDICATED. EXISTING SURFACE AND PATCH AS REQUIRED TO 7. REMOVE EXISTING FLOORING AND PREPARE SLAB RECEIVE NEW FINISHES OR MATCH EXISTING FOR NEW FINISH AS SCHEDULED. FINISH. 8. REMOVE SINK AND ALL PLUMBING EXTERNAL TO J. ON WALLS THAT ARE TO RECEIVE NEW FINISHES WALL CAP PLUMBING BEHIND WALL AND PATCH REMOVE AND REINSTALL EXISTING EQUIPMENT TO SURFACE TO ACCEPT NEW FINISHES. REMAIN AS REQUIRED FOR INSTALLATION OF NEW r 9. REMOVE EXISTING WALL MOUNTED FINISHES. MARKERBOARD/TACKBOARDS. PATCH K. WHERE WALLS OR BULKHEADS ARE REMOVED, M OPENINGS, WALLS ETC. WITH MATERIAL MATCHING PATCH FLOORS, CEILINGS, AND ADJACENT WALLS AS REQUIRED TO MATCH EXISTING. WHERE EXISTING WALL PATCH AND REPAIR EXISTING SURFACE TO ACCEPT NEW FINISHES. PROTECT EXISTING DUCTWORK, PIPING, OR EQUIPMENT IS AND STORE IN LOCATION DESIGNATED BY THE REMOVED PATCH OPENING AND/OR SURFACE AS REQUIRED TO MATCH ADJACENT SURFACES OR W OWNER. TO RECEIVE NEW FINISHES WHEREAPPLICABLE. C 10. REMOVE EXISTING MISCELLANEOUS ITEMS. PATCH REFER TO ALL DEMOLITION DRAWINGS FOR OPENINGS, WALLS ETC. WITH MATERIAL MATCHING EXTENT OF ITEMS TO BE REMOVED. Cl EXISTING WALL. L WHEN OPENINGS ARECUT INTO EXISTING WALL, C 11. REMOVE WINDOW AND REPLACE AREA AS OVER CUT NEW OPENINGS IN EXISTING MASONRY Z REQUIRED TO MATCH EXISTING, ALIGN FACE OF o NEW MATERIAL WITH EXISTING WALLS 8 MINIMUM TO EACH SIDE. TOOTHED -IN AT EDGES. PATCH AND REPAIR WALLS AS Z N c° _O REQUIRED. Q M. ALL EQUIPMENT AND FURNITURE WHICH ARE J> 2 CONSIDERED LOOSE FURNISHINGS SHALL BE � REMOVED BY THE OWNER PRIOR TO DEMOLITION. cr I tu` THE OWNER SHALL PROVIDE THE GENERAL DEMOLISHED PRIOR TO THE CONTRACTOR SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED, DISPOSING OF THEM OFF SITE CARMEL MIDDLE SCHOOL CONTACT THE ARCHITECT BEFORE PROCEEDING WITH 211141.00 WORK. CONTRACTOR WITH A LIST OF ITEMS IN AREAS 0 O G THEY DO NOT INTEND TO MOVE DURING O CONSTRUCTION. JLL.N. WALLS TO BE REMOVED SHALL BE REMOVED TO A POINT 2' MINIMUM BELOW THE EXISTING R FLOOR SLAB UNLESS SETTING ON A SLAB OR Y SPECIFICALLY NOTED OTHERWISE. PATCH WITH NEW CONCRETE TO BE FLUSH WITH THE EXISTING FLOOR SLAB. LL �p VERFICATION NOTE 0. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR p GENERAL REVIEW OF DEMOLITION NOTES ANDZ W CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GENERAL DEMOLITION NOTES AS THEY APPLY TO V CLEARANCES AND ALL EXISTING FIELD CONDITIONS THEIR SCOPE OF WORK. t m BEFORE STARTING CONSTRUCTION. COMMENCEMENT P. THE OWNER SHALL RESERVE THE RIGHT TO C p OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. CLAIM ANY MATERIALS THAT ARE BEING DEMOLISHED PRIOR TO THE CONTRACTOR SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED, DISPOSING OF THEM OFF SITE CARMEL MIDDLE SCHOOL CONTACT THE ARCHITECT BEFORE PROCEEDING WITH 211141.00 WORK.